ATTCH 7 - IR Response - Engineering (Sheehy & Partners)

CONSULT AUSTRALIA



   Member Firm


[OCR of page images]
CAD FILE->N\8500dr\53I\ACAD\PLANNING\853)-H.dwg

PLOT DATE-> O7 Jul, 2017-9:58am

 

MANHOLE No.

 

MH TYPE & DROP

 

COVER TYPE

 

JUNCT. LINE No.

 

JUNCT. DROP TYPES

 

DEPTH TO HC

 

HC INVERT LEVEL

 

HC TYPE

 

HC LOT No.

 

 

CH FROM DS MH

 

 

MAINTENANCE HOLE TYPES: (SEQ-SEW-1300-1)
P1-P3 = PRE-CAST CONCRETE
A = 10006 CONCRETE
B = 1200@ CONCRETE
C = 15000 CONCRETE
HB/SR - HORIZONTAL BEND, SMALL RADIUS
HB/LR - HORIZONTAL BEND, LARGE RADIUS.
MAINTENANCE SHAFTS: (SEQ-SEW-1314-1 & 1314-2)
J = 225 uPVE
NOTE:
FOR MH DROP TYPES REFER SEQ-SEW-1303-1
FOR MS TYPE AND JUNCTIONS REFER
SEQ-SEW-1314-1 & 1314-2
3. FOR COVER TYPES REFER SEQ-SEW-1308-1
4, FOR HC TYPES AND DROPS REFER
SEQ-SEW-1104-1 & SEQ-SEQ-1105-1

 

t LOT CONTROL POINT

INVERT LEVEL OF HOUSE
DRAIN TO BE CONSTRUCTED.

 

 

 

 

 

 

 

 

 

 

 

 

 

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tlale 2 = 5
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=ls/e = 2 z
eel e 5 5 =
SIS} 3 3 3 3
DESIGN SURFACE
NATURAL SURFACE
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A
a |x
ee
/\
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2, TRENCHSTOPS

4 TRENCHS TOP. Jo

 

 

 

 

 

     

2, TRENCHS TOPS

 

 

TRENCHS TOP

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4 TRENCHS TOP|2, TRENCHS TOPS|

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

Se

PIPE DIA & TYPE 1500 uPVC CLASS SNB
PIPE GRADE (1 in x) rooooo | 7546 | 8083 | 9356 | 11531 | 15.061 | 11370 100.000 | _ 100,000
DATUM RL -9.000 0.000
JUNCTION
INVERT LEVEL
DEPTH FROM FSL ale siz ela sis le sls ele als sis 8
INVERT LEVEL 3s ele oglg gig zig als $I &fS 2lR 8
FINISHED SURFACE 3 3 3 R 2 8 = = z 8
NATURAL SURFACE 3 s 3 R 2 8 & = a R
PEGGED CHAINAGE $2500 fo 9.033 |r 26.598 | 30.415 |Z to.941 |B 26.035 |B 30.119 g 27353 |Rwan |®
LINE NUMBER 1

LONGITUDINAL SECTION

0 1 2 3  & 5m 1400 VERT. (41)

SCALES -—}-—+—+-_+ +

0 10 20 30 40 50m 11000 HORIZ. (At)

COPYRIGHT SURVEYOR CLIENT PROJECT: SCALES: AS SHOWN ESS DRAWING NUMBER:
remem, 2 DAVID LOW WAY, vesoeo st | PN Sate PLANNING 8531-H
(OF SHEEHY AND PARTNERS. KENLYNN PTY LTD a CHECKED: PM CONSULT AUSTRALIA
WHOLE OR N PART WtWOUT CASTAWAYS BEACH DRAWN: SB CONSULTING ENGINEERS SEWER RETICULATION FULL SIZE At
IND PARTIERS CONSTITUTES AN CHECKED: PM vert STRUGTURAL AND LONGITUDINAL SECTION LILLLU
INFRINGEMENT OF COPTRIHT AMENDMENTS DATE [WTIALS| DATE JUNE "17 A.C.N.009 899 905 No. OF DRAWINGS